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Sample Record for 2024-05-02-24

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 55556 DEA: OCR EFIS: OCR QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Oregon Corp. Research.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-05-02-24
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Proficiency
Type of Material: Asphalt Binder
Sample Taken Date: 05/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2024
The quantity of what the sample constitutes: 1 CAN, PG 58-22
A brief description of the sample: #348
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: McCall Terminals

Material Information

Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Oregon Coop
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2024-05-02-24-1
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 05/22/2024
Date Tested: 05/21/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Mass Change
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? no data
Mass of empty container #1 159.203 grams
Mass of empty container #2 161.349 grams
Mass of container #1 before test (m1i) 194.316 grams
Mass of container #2 before test (m2i) 196.443 grams
Mass of container #1 after test (m1f) 194.211 grams
Mass of container #2 after test (m2f) 196.336 grams
Average mass change -0.302 percent

Test 2 of 7

DIME Test ID: 2024-05-02-24-2
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/22/2024
Date Tested: 05/21/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: OG @ 58C
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.637 kPa
Phase Angle (δ) (for the 10 cycles) 73.2 degree
Complex Modulus (G*) (for the 10 measurements) 5.282 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 5.52 kPa

Test 3 of 7

DIME Test ID: 2024-05-02-24-3
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/22/2024
Date Tested: 05/21/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO @ 58C
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 1.267 kPa
Phase Angle (δ) (for the 10 cycles) 66.7 degree
Complex Modulus (G*) (for the 10 measurements) 12.608 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 13.73 kPa

Test 4 of 7

DIME Test ID: 2024-05-02-24-4
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/22/2024
Date Tested: 05/22/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV @ 22C
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 61.298 kPa
Phase Angle (δ) (for the 10 cycles) 44.8 degree
Complex Modulus (G*) (for the 10 measurements) 6099.048 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 4298 kPa

Test 5 of 7

DIME Test ID: 2024-05-02-24-6
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 05/22/2024
Date Tested: 05/22/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: BBR @ -12C
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -12 C
Maximum test bath temperature at 240 s -12 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 133 mPa
Estimated Stiffness Modulus 60.0 s 132 mPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.352

Test 6 of 7

DIME Test ID: 2024-05-02-24-7
Test Method: AASHTO T350-19: Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Multiple Stress Creep Recovery)
Verified Date: 05/22/2024
Date Tested: 05/21/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: MSCR @ 58C
Test Result Compliance:
Additional Comments When Verified:
PG test temperature 58 C
Average percent recovery at 0.1 kPa 55.05 %
Average percent recovery at 3.2 kPa 39.83 %
Nonrecoverable creep compliance 0.2129
Nonrecoverable creep compliance 0.3023
Percent difference between nonrecoverable creep compliance at 0.1 kPa and 3.2 kPa 42.02 %

Test 7 of 7

DIME Test ID: 2024-05-02-24-8
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 05/22/2024
Date Tested: 05/21/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: ORIGINAL - RETEST
Test Result Compliance:
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.674 kPa
Phase Angle (δ) (for the 10 cycles) 73.3 degree
Complex Modulus (G*) (for the 10 measurements) 5.592 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 5.84 kPa